Recent content by John Les

Uhmm really bad at indeterminate beam analysis actually.. Last I remember, I was in my 3rd year in college, and I barely even passed that. Fast forward 4 years later, I'm still bad at it. Huehue If the overhanging beams weren't there I'd use the simplified equations for indeterminate beams...

1. The problem, I have a beam 9000 mm in length. assuming a x-coordinate system: supports are at the x= 1500, x= 4500, and x= 7500 positions. there's a uniformly distributed load (let's call it w) through the length of the beam (from 0 to 9000mm) Solve for the MAXIMUM moment. This would be much...